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2301 <br />2303 <br />2302 <br />2300 <br />68 <br />672200 <br />2201 <br />2202 <br />2203 <br />2303 <br />2202 <br />2201 <br />2203 <br />2200 <br />256+00257+ <br />0 <br />0 <br />951.47 <br />HP <br />2 <br />+ <br />0 <br />0 <br />3 <br />+ <br />0 <br />0 <br />4 <br />+ <br />0 <br />0 <br />5+006+007+009 <br />3 <br />2 <br />. <br />9 <br />9 <br />3 <br />9 <br />. <br />0 <br />9 <br />4 <br />5 <br />. <br />5 <br />950.1951.4949.8 <br />9 <br />3 <br />5 <br />. <br />7 <br />9 <br />4 <br />2 <br />. <br />2 <br />948.2951.2950.9948.7 <br />928.96 <br />HP <br />927.70LP3+004+005+006+007+008+00929.5927.8928.0928.5929.0928.5930.5928.5927.8928.2928.8928.8IVANHOE DRIVE946.5944. <br />0 <br />945.2A <br />V <br />E <br />NW188THAVENWLAKES <br />IVANHOESTREETEO <br />F <br />92 <br />8 <br />. <br />5 <br />EO <br />F <br />92 <br />8 <br />. <br />5 <br />#468 <br />#469 <br />#474 <br />#475 <br />#476 <br />#477 <br />#275 <br />#466 <br />#467 <br />#465 <br />#464 <br />#296 <br />#297 <br />#298 <br />#299 <br />#259 <br />#260 <br />#261 <br />#262 <br />#263 <br />#264 <br />#265 <br />#266 <br />#267 <br />#268 <br />#269 <br />#270 <br />#271 <br />#272 <br />#273 <br />#274 <br />#300 <br />#263 <br />A <br />INFIL <br />T <br />R <br />A <br />T <br />I <br />O <br />N <br />BASI <br />N <br /> <br />9BTM: <br />9 <br />2 <br />2 <br /> <br />( <br />2 <br />0 <br />, <br />8 <br />0 <br />0 <br /> <br />S <br />F <br />) <br />OUT: <br />9 <br />2 <br />4 <br />. <br />0 <br />HWL: <br />9 <br />2 <br />5 <br />. <br />4 <br />EOF: <br />9 <br />2 <br />8 <br />. <br />5 <br />OUT <br />BOT <br />HWL <br />///// <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />2201 <br />//////RECORD PLAN NOTE: <br />STMH 2201 WAS INSTALLED <br /> AT SHOWN LOCATION <br />22012201 <br />D <br />STORM 2303 - 2300 <br />910 <br />920 <br />930 <br />940 <br />950 <br />960 <br />910 <br />920 <br />930 <br />940 <br />950 <br />960 <br />STORM 2200 - 2203 <br />910 <br />920 <br />930 <br />940 <br />950 <br />910 <br />920 <br />930 <br />940 <br />950 <br />CB 2303 (24"X36")RE=938.54BLD=3.9'IE=934.68 SW31 LF - 18" <br />RCP @ 0.51%CBMH 2302 (48")RE=938.54BLD=4.0'IE=934.52 NEIE=934.52 SE79 LF - 18" <br />RCP @ 0.50%CBMH 2301 (48")W/ SAFL BAFFLERE=943.7BLD=12.7'IE=931.03 (3.5' SUMP)IE=934.13 NWIE=934.13 SW172 LF - 18" <br />RCP @ 5.89%FES 2300FLEXAMAT OR APPROVED EQUALIE=924.0 NE (18" )FES 2200FLEXAMAT OR APPROVED EQUALIE=913.0 E (24" )176 LF - 24" <br />RCP @ 5.10%STMH 2201 (60")RE=927.91BLD=5.9'IE=921.99 W25 LF - 24" <br />RCP @ 0.50%STMH 2202 (60")RE=928.03BLD=6.0'IE=922.12 E177 LF - 24" <br />RCP @ 1.06% <br />2200 <br />2201 <br />2202 <br />2203 <br />2300 <br />2301 <br />2302 <br />2303 <br />FES <br />STMH <br />STMH <br />FES <br />FES <br />CBMH <br />CBMH <br />CB <br />Structure Table <br />STR. #TYPE CASTING <br />8" SAN XING <br />IE=927.7 <br />8" WM XING <br />R-3067-V <br />FLEXMAT <br />R-3067-V <br />R-3067-V <br />R-1642 <br />R-1642 <br />FLEXMAT <br />FLEXMAT938.34934.683.7'938.41934.394.1'934.390.88%938.4113.3'933.85933.850.67%923.895.79%912.98923.88928.64919.449.2'927.90922.255.7'5.30% <br />0.93% <br />5.09% <br />33 81 <br />172 <br />127 <br />53 176 <br />SCALE IN FEET <br />0 10050 <br />NORTH <br /> Sep 27, 2021 - 12:46pm - User:tkeeley L:\PROJECTS\20460.70\CAD\Record Plans\Miske Meadows 7th Addition Record Plan Sheets\20460.70-RP-C7-STORM.dwg <br />C7.03 <br />STORM SEWER <br />PLAN (2300) <br />LEGEND <br />EASEMENT <br />WATERMAIN <br />SANITARY SEWER <br />EXISTINGPROPOSED <br />STORM SEWER <br />CURB & GUTTER <br />D <br />S S <br />SANITARY SERVICE <br />WATER SERVICE <br />PROPERTY LINE <br />D <br />S S <br />FUTURE <br />SCALE <br />HORIZONTAL: 1"=50' <br />VERTICAL: 1"=10' <br />THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE <br />GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR <br />AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION <br />CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, <br />WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). <br />IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE <br />LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. <br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON <br />THE PLANS. <br />NOTE: CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE <br />MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE.LOWE <br />R <br />A <br />N <br />D I <br />NS <br />UL <br />ATE <br />WATE <br />R SE <br />R <br />VI <br />CE <br />FES 2203 <br />IE=924.00 W <br />Project <br />Location <br />Date Submittal / RevisionNo. <br />Certification <br />Sheet Title <br />Summary <br />Revision History <br />Sheet No.Revision <br />Project No. <br />By <br />Designed:Drawn: <br />Approved:Initial Issue: <br />Phase: <br />Client <br />PAXMAR, LLC. <br />2850 CUTTERS GROVE AVE <br />SUITE 207 <br />ANOKA, MN 55303 <br />MISKE <br />MEADOWS <br />SEVENTH <br />ADDITION <br />ELK RIVER, MN <br />ETL CJS <br />ETL <br />CONSTRUCTION <br />04/26/2021 <br />A <br />20460.70 <br />I hereby certify that this plan, specification or <br />report was prepared by me or under my direct <br />supervision and that I am a duly licensed <br />professional ENGINEER under the laws of the state <br />of Minnesota. <br />If applicable, contact us for a wet signed copy of this <br />plan which is available upon request at Sambatek's, <br />Minnetonka, MN office. <br />Registration No.Date:04/26/202150475 <br />Eric T. Luth <br />A 05/17/21 JB REVISE STORM <br />THESE RECORD PLANS HAVE BEEN PREPARED, IN PART, BASED ON INFORMATION COMPILED AND <br />FURNISHED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS <br />OF THE INFORMATION PROVIDED AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR <br />OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THESE RECORD PLANS AS A RESULT. <br />SAMBATEK, INC. <br />09/27/21 <br />C.W. HOULE INC. <br />C.W. HOULE INC. <br />COMPLETED BY: <br />DATE OF COMPLETION: <br />STREET/UTILITY CONTRACTOR: <br />GRADING CONTRACTOR: <br />RECORD PLAN NOTES